Construction of 9 seater Public Toiled in ward no 10 within mela premises under nagar panchayat basukinath(PT No 1)

Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. & Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) . 5.1.1+ 5.1.2

filling in foundation trenches and plinth in layer not exceeding 150mm thick wll watered, rammed fully compacated and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50m and lift of 1.5m all complete a per building specification and direction of EA

Construction of Embankment with Material obtained from Borrow pits. Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300- 2. 3.16

existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 2.35.3.1

Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20% 2.34.1

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ba

Providing and laying in position specified grade cement concrete, excluding the cost of centering, shuttering, All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm nominal size). 5.3.1.6

Providing and laying in position specified grade cement concrete, excluding the cost of centering, shuttering, All work up to plinth level. 1:3:6(1 cement : 3 coarse sand (zone-III): 6 graded stone aggregate 20 mm nominal size). 5.3.1.4

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). 5.3.9.1

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).. 5.3.11